A combined support vector machine-wavelet transform model for prediction of sediment transport in sewer

Abstract Technical design of sewer systems requires highly accurate prediction of sediment transport. In this study, the capability of the combined support vector machine-wavelet transform (SVM-Wavelet) model for the prediction of the densimetric Froude number (Fr) was compared to the single SVM and different existing sediment transport equations at the limit of deposition. The performance evaluation was performed using the R-square (R2), three relative indexes (MRE, MARE, MSRE) and three absolute indexes (ME, MAE, RMSE). The factors affecting the Fr were initially determined. After categorizing them into different dimensionless groups, six different models were found to predict the Fr. Comparisons between the obtained results showed that both the SVM and SVM-Wavelet can predict the Fr with high accuracy. However, it was found that the SVM-Wavelet (R2=0.995, MRE=0.002, MARE=0.021, MSRE=0.001, ME=0.007, MAE=0.086 and RMSE=0.114) offers higher performance than the SVM and the existing equations.

[1]  Jose J. Ota,et al.  Urban Storm Sewer Design: Approach in Consideration of Sediments , 2003 .

[2]  Richard May,et al.  Development of design methodology for self-cleansing sewers , 1996 .

[3]  J J Ota,et al.  Particle velocity and sediment transport at the limit of deposition in sewers. , 2013, Water science and technology : a journal of the International Association on Water Pollution Research.

[4]  H. Md. Azamathulla,et al.  ANFIS-based approach for predicting sediment transport in clean sewer , 2012, Appl. Soft Comput..

[5]  Aman Mohammad Kalteh,et al.  Monthly river flow forecasting using artificial neural network and support vector regression models coupled with wavelet transform , 2013, Comput. Geosci..

[6]  R. Maheswaran,et al.  Wavelet–Volterra coupled model for monthly stream flow forecasting , 2012 .

[7]  Jose J. Ota,et al.  Non-cohesive Sediment Transport in Clean Sewers and with Small Mobile Beds , 2000 .

[8]  Richard May,et al.  Self-Cleansing Sewer Design Based on Sediment Transport Principles , 2003 .

[9]  Jaber Almedeij Rectangular Storm Sewer Design Under Equal Sediment Mobility , 2012 .

[10]  Jaber Almedeij,et al.  Remarks on Camp's Criterion for Self-Cleansing Storm Sewers , 2010 .

[11]  Hossein Bonakdari,et al.  Design criteria for sediment transport in sewers based on self-cleansing concept , 2014 .

[12]  P. Novak,et al.  Sediment transport in rigid bed conveyances , 1991 .

[13]  Hossein Bonakdari,et al.  Performance Evaluation of Adaptive Neural Fuzzy Inference System for Sediment Transport in Sewers , 2014, Water Resources Management.

[14]  Hossein Bonakdari,et al.  Verification of equation for non-deposition sediment transport in flood water canals , 2014 .

[15]  Hossein Bonakdari,et al.  Assessment of evolutionary algorithms in predicting non-deposition sediment transport , 2015 .

[16]  Mukand S. Babel,et al.  Non-deposition design criteria for sewers with part-full flow , 2010 .

[17]  J. Adamowski,et al.  A wavelet neural network conjunction model for groundwater level forecasting , 2011 .

[18]  M. Jayabharata Reddy,et al.  A wavelet-fuzzy combined approach for classification and location of transmission line faults , 2007 .

[19]  Robert Banasiak Hydraulic performance of sewer pipes with deposited sediments. , 2008, Water science and technology : a journal of the International Association on Water Pollution Research.

[20]  Aminuddin Ab. Ghani,et al.  Sediment transport over deposited beds in sewers , 1994 .

[21]  Hossein Bonakdari,et al.  Evaluation of Sediment Transport in Sewer using Artificial Neural Network , 2013 .

[22]  Turgay Partal,et al.  Estimation and forecasting of daily suspended sediment data using wavelet–neural networks , 2008 .

[23]  Chandra Nalluri,et al.  Extended data on sediment transport in rigid bed rectangular channels , 1992 .